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HomeMy WebLinkAbout1958 1 GENERAL INDIES STREET AND STORM BRAIN IMPROVEMENT PLANS BASELINE RD. VICTORIA ARBORS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO 18. PROVIDE A MINIMUM OF Jr CONDUIT FOR FUTURE FIBER OPTIC USE PROJECT SITE CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AMENDMENTS. ON ALL STREETS WITH CONNECTION THROUGH THE PARKWAY TO EACH LOT CONNTRACTOIQ SHALL RR FAMILIAR NN. INCLUDING ITS MNUAL SUP AND SHALL BE RESPONSIBLE FOR ADHERENCE OOR PARCEL (FIBER-TO-THE-CURB, FITC). SEE DRY UTILITY PLANS FOR DETAILS. VICTORIA AR ORS CHURCH 00, THESE STANDARDS AND SPECIFICATIONS. 2 ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER 16372 FOOTHILL BLVD. METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE TRACT NOw ARROW RT. RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL. BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. THE TTY O� RANCHO CUCAMONGA3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH IN , � THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES ; RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH +' a* FACILITIES ARE SHOWN ON THESE PLANS. ; y'._. ( 111111 lilt ( I I �: _ � _ ; - 4TH ST. 4. A PERMIT SHALL. BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ! } ; ENGINEERING ERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY ; I ! 3 ---_ " CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. • # `�� H I I I I I II I I I I I I I I I I I I I 1 I 1 I I I I ! I I I W 111111 WA. 5. ALL. GRADE STAKES SHALL. BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES _ - a ;,? SHALL BE SET AT ALL HINGE POINTS EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- _ GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL. PAVING STAKES * OIY M AD U T1� MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL. CURVE AREAS. - - r ^ - --- t ! 6. ALL SEWER, WATER, ELECTRIC. GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR 4 ) - --___ ! is — ___ �— �� VICINITY MAP CROSSINGS SHALL. BE CONSTRUCTED PRIOR TO PAVING. ,� I t � � I: :, r i _ ._ T ____ -_.��._._�____1___ __.. ____._ __ _,_._ __TIT __ _..__ _- --r -__ ,_ -- I r � 1 ___ NOT TO SCALE 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRF�ICH f3r4CKFILI. COMPACTING ,� f ORIGINAL. GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF (3 - r J �� j V-. .; �. ,M l� AIN 1 DR j_� ? N ( - ---� -- - - _ - '. 1` _1 _77 IT- RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL. BE _ j SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE t • MATERIALS AND/OR SURFACING. . __� 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY f _____.__ �_ _ y � III ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY. 01! -- -- s - 8 CONTENT AND GRADATION OF ASPHALT PAVING III 9. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL � SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, s - SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. AA t 10. PAVING SHALL. BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. , 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE -_t _._ 1 ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE �- \ ;7 / _. _._-___ _.__ 1 } ,S'j�-V R ( RCS 1 COU GRADE MATERIAL OF A QUALITY BAITER THAN THE NATIVE MATERIAL - _ C = _I L E G E N D 12 IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS STFRILANT REGISTERED , 3 ` BY THE E.PA FOR USE UNDER A.C. AND P.C.C. SHALL. BE UNIFORMLY APPLIED AT THE R .,_ - MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. " \ ! �; J f_- -- _ F _ T I a 9 DENOTES STREET PLAN SHEET NUMBER 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL. MAKE HIS OWN DETERMINATION OF I �. I 1 / 7 _ I g' DENOTES STORM DRAW PLAN SHEET NUMBER CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANL( ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL. BE 6 CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. O I I 1- 1 DENOTES PROPOSED STREET U(�ifS 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL. BE - 5 cj 1 I --- CONSTRUCTED AT EACH INTERSECTION. t� / .,. ! } DENOTES DOSi1NC� STREET LIGHT'S 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR h1 ( - h. THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON I t \ , �0 _ C / ,_ 4- / _ r r IVI. T- ( I �, { F1 6 DENOTES STREET NAME SIGN REQUEST THE REQUIRED PLAN REVISIONS SHALL. BE PROMPTLY SUBMITTED TO THE CITY _ j ENGINEER FOR APPROVAL � mow : -l t I • 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY I DENOTES TRAFFIC SIGN STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE --._____ . 7 INSPECTOR. �I .. I •+tom f i I 17. THE FNA! OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE ___.._-__-_...__._.___. - PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED i T ' --- y_ - ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED. AND ALL UN- \, s -UN- ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- _ f FACTION OF THE CITY ENGINEER. UTILITY CONTACT ' o CONTACT THE FOLLOWING AS REQUIRED. 48 HOURS ► s R , PRIOR TO EXCAVATION: GENERAL TELEPHONE COMPANY: (800) 422-4132 280 SOUTH LOCUST P.O. BOX 2920 ' ' - POMONA, CALIFORNIA 91766 -.., _ T r J SOUTHERN CALIFORNIA EDISON CO. 1-800-655-4555 T -c 7951 REDWOOD AVE. FONTANA, CA. 92338 CUCAMONGA COUNTY WATER DISTRICT: (909) 987-2591 X'' 9641 SAN BERNARDINO ROAD _ } RANCHO CUCAMONGA. CALIFORNIA 91730 DCA CABLEVISION: (714) 987-2225 9155 ARCHIBALD AVENUE, SUITE H RANCHO CUCAMONGA, CAUFORNIA 91730 SOUTHERN CAUFORNIA GAS COMPANY: 1-800-427-2200 RES. 216 N. EUCLID AVE. 1-800-427-2000 COMM. ! ONTARIO. CA. 91762 METROPOUTAN WATER DISTRICT: 700 N. MORENO AVENUE (909) 593-7474 O LA VERNE, CA. 91750 } { PACIFIC TELEPHONE COMPANY: (714) 999-5639 CONTRACTOR SPECIAL NOTE: APP M& OF THESE PLANS DOES NOT CONSTITUTE ENGINEERING I D ESC R I PTIO N 0 F REVISION DATE CITY PRIVATE ENGINEER'S NOTICE TO CO APPROVED: INDEX MAP RUTH RIZATION TO ISSUE BUN. M PExMrrs OR Flt& OCCUPANCIES FOR ANY I THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTY PIPES OR STRUCTURES HOlMAIOME OF TRACTS SHOWN HEREON. ` CITY OF RANCHO CUCAMONGA SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE SCALE : 1"=100' BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THEE PERMIT'S/OCCUPANCIES SH Ll. ONLY BE ISSUED AFTER ALL CONDITIONS THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS �l TO PROTECT THE UTIUTIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON AND TERMS CARRIED THE ENGINEER STREET AND STORM DRAIN IMPROVEMENT PLANS FOR THESE PLANS. AND/OR AS NOTED IN THE RAN(�i0 ETIVYANOA DEVELOPMENT A(�IErIT 00-02, ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED ON FILE IN TME ° THE cmr cLEPoc• VICTORIA ARBORS r TO THESE PIANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE � � TITLE SHEET PROVIDED A SAFE PLACE TO WORK AND THE PUBUC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH .i REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION ; TRACT NO. 16372 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S f APPROVED BY DATE: co AND SUBCONTRACTORS COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH EXISTING SURVEY MONUMENTATION �OfESS/plgl CITY ENGINES4 RCE NO 24953 REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION Q HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY �v C. �, (` CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY DUST THE FIELD ARE SHOWN ON THESE PLANS AND ARE ,, �Q � �, CITY OF RANCHO CUCAMONGA DESIGN RECO ENDED A o a s s 17320 Redhil Avg Suite 350 DESCRIBED AS FOLLOWS: N N No. 20596 �' m STANDARD PACIFIC HOMES R.P.P. ooa ca t.imuv2eU r RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF ca BENCH MARK NUMBER 10051 THIS PROJECT, ^' FAX 949 251-8521 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; 11-IAT THIS NONE 's�* ECD• 9'3Q-OS �� ELEVATION : 1300.686 DRAWN REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING Q SET t BRASS DISK IN CONC. CURB STAMPED CITY OF scbuit: FAX vas 251-osu SHEE Q HOURS; AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER PATE 1 Z`' `�ql CIV IL �P � I N L A N D E M P I R E D I V I S 10 N E V.J. v A N t a s /N o 1 N!s a S s u a v s r o a s {♦ Z AND THE ENGINEER HARMLESS FROM ANY AND ALL IJABILITY, REAL OR ALLEGED, IN TAN C. MORS RCE N0. 20596 F(�' CAt.\E� RANCHO CUCAMONGA BN t 0051 1987' AT THE NORTHWEST 1 OF CONNECTION WITH THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE ,255 Fast Rincon Steel, Suida 200 CORNER OF BASE UNE ROAD AND SWANSON PLACE 0.25 CHECKED 2Q596 DRAWING NO. NEGLIGENCE OF THE OWNER OR ENGINEER. Comnq Catij6rnaa 9.287'9-1330 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END ENO ` n 4 Tel Na 909/ 372-8500 fas 909/ 3T2-8510 OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S•C•M• DATE FILE NO 111150 h\52526\IMPLAN5\TR 1637ASIP01.dwg 1/29/04 PROJECT SHEET N0. OF } • NU'ow&TE%&"%j' & ESTIMATED QUANTITIES STREET TREES SCHEDULE.. BOTANICAL NAME COMMON NAME MIN. GROW SPACING SIZE QUANTITY ORIENTATIO R/W C STREET I OV NT IT QUANTITY LEGEND STREET B SPACE R/W 1. CONS UCT 3" AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION), SF 145,950 . LONG MEADOW DRIVE LAGERSTOEM{A INDICA WHITE CRAPE MYRTLE 3' 20' Q.C. 24" BOX 4 EA. 60' " NATCHEZ" 2. CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. LF 8,570 30' 30' 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. SF 34,500 SPRING MOUNTAIN DRIVE KOELREUTERIA PANICULATA, GOLDEN IN TREE 5' 35' Q.C. 15 GAL. 33 EA. 12' 18' 18' 12' 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL. 102 & 103. EA 17 va - II 5. CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. SF 1,700 SILVER ROSE COURT PISTACIA CHINENSIS CHINESE PISTACHE 5' 30' O.C. 15 GAL. 18 EA. 06. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101 E R-1 ( - PER PIAN; X- 3'). SF 15,720 w0.5, 4' 7' 0.5' O 02' 0.5' 7' 4' O.5' 7. INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. 13 WILD HORSE WAY CERCIS OCCIDENTALIS WESTERN REDBUD 3' 20' O.C. 15 GAL. 45 EA. 2 1 2 2% 2% 8. INSTALL 4" SOLID YELLOW LANE LINE PER CITY STD. DWG. N0. 133. LF 280 1.7% -4-7 -- - 12 SUB-TOTAL 100 EA. 3 . • -- •-- .� .:._ e.,..4. .--:. - . .-. -- -' 9. INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 401 `" ': ''' 3 10. INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1). EA 11 11. STENCIL "STOP" AND STOP BAR. EA 11 12. INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. EA 36 R 67 T.I. 5.0 13 ADJUST SEWER MANHOLE TOG E. EA 20 . IRON HORSE PLACE MELALEUCA LINARIFOLIA LEAF PAPERBARK 5' 30" O.C. 15 GAL. 19 EA. 14. ADJUST WATER VALVES TO GRADE. EA 25 (TYPICAL) 60' R/W INTERIOR STREET 15. INSTALL STREET TREES PER SCHEDULE AND NOTES HEREON. EA 136 CLOUDY BAY COURT RHUS LANCER AFRICAN SUMAC 5' 20' Q.C. 15 GAL. 2 0 N.T.S. 16. REMOVE EXISTING WOOD BARRICADE. EA 2 r- _ 17. INSTALL WOOD BARRICADE PER CITY STD. DWG. NO. 131-A. EA 1 ROSEOUNT COURT RHUS LANCER AFRICAN SUMAC 5' 20' O.C. 15 GAL. 8 18. INSTALL R2(25) SIGN AND STENCIL "25". EA 2 v� 19. INSTALL W53 SIGN ON POST OR STREET LIGHT. EA 3 COVEY RUN COURT "MAGNOLIA GRANDIFLORA NCN 3' 20' O.C. 15 GAL. 2 EA. WEST'LY ST. MARY` R/W 20. CONSTRUCT AC OVER 6" AB. MINIMUM SF 9,600 18' VARIES 36' - 56.5' 21. CONSTRUCT COBBLE CURB & GUTTER PER CITY STD. PL. 1056 LF 810 HITCHING POST COURT MAGNOLIA GRANDIFLQRA NCN 3' 20' O.C. 15 GAL. 5 EA. "ST. MARY" 25't - 56't EXIST. AC 22• REMOVE EXISTING COBBLE CURB & GUTTER. LF 585 PAVEMENT TO REMAIN F25. REMOVE EXIST. AC BERM LF 230 ETIANDA AVENUE EUCALYPTUS RED GUM 8' 30' O.C. 15 GAL. 29 I EXISTING POWER POLE & GUY ANCHOR TO BE RELOCATED. 1 ZE C ALDULENSIS 01# VARIES 20't - 24't CONSTRUCT AC CAP (0.1' MIN.) OVER EXISTING PAVEMENT. SF 7,440 0.5' 5' 26. GRIND EXISTING PAVEMENT 0.1 DEEP X 5' WIDE. SF 3,350 25 n 27. INSTALL STREET LIGHTS 9500 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. EA 4 2Z 3 ___ ,I° ,,' STORM DRAIN IMPROVEMENTS 23 30 CONSTRUCT 18" RCP STORM DRAIN CD" LOAD PER PROFILE). LF 245 21 20 31 CONSTRUCT 24" RCP STORM DRAIN C D" LOAD PER PROFILE). LF 390 32 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 (W AS SHOWN ON PLAN). EA 7 �c 33 CONSTRUCT MANHOLE NO. 1 PER CITY STD. PL. 318. 2 cT.I. . PRELIMINARY. FINAL R-VALUES TO BE 34 CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY STD. NO. 336. EA 2 ETIWANDA AVENUE TYPICAL SECTION DETERMINED BY SOILS ENGINEER AT COMPLETION OF GRADING. 35 REMOVE BRICK AND MORTAR SEAL. 3 STA.102+06.72 TO STA. 104+02.99 36. CONSTRUCT CONCRETE COLLAR PER CITY STD. NO. 329. EA -- 37. CONSTRUCT 30" RCP STORM DRAIN C Cr LOAD PER PROFILE). LF 245 38 CONSTRUCT 36" RCP STORM DRAIN ("D" LOAD PER PROFILE}. LFCONSTRUCTION NOTES FOR STREET TREES -- 39 CONSTRUCT 41' RCP STORM DRAIN ("D" LOAD PER PROFILE}. LF 155 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. WEST'LY . PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT R/W 1 ' 36' SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE 25't EXIST. AC CITY INSPECTOR. I PAVEMENT TO REMAIN 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. VARIES 14't - 24°f . STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 0.5' 5' 25 I1 211. MIN \�5 Njo ..s 22 ' 20 ' PRELIMINARY. FINAL R-VALUES TO BE ETIWANDA AVENUE TYPICAL SECTION DETERMINED BY SOILS ENGINEER AT COMPLETION OF GRADING. STA.1 Q5+28.42 TO STA. 108+98.32 1ADDED STREET TREES ON SHT. 8 4®12-Q DESCRIPTION OF REVISION ATE CITY APPROVED: t Y V F A' NCAM's 0% %ff'_0s'UC A MMM 00"',Nam G MAR STREET AIN IMPROVEMENT PLAN pFESS/ p�ESS VICTORIA ARBORS wa �c C. C. ESTIMATES OF QUANTITIES, TYPICAL SECTIONS, "' Na. 20596 �" � No. 20596 _A' STREET TREES & DETAILS Exp. 9-30-07 Exp. 9-30-05 cm clvl�_ TRACT NO. 16372 °FA \� . - OF C - APPROVED Y AT E CITY ENGINEER RCE24953 CITY OF RANCHO CUCAMONGA DESIGN , �Rsr7a2oeeahiIAve. RECOMMENDED suet°s50 BENCH MARK NUMBER 10051 R.P.P. D®K I C H Irvine,CA 92614 ZSTANDARD PACIFIC HOME IELEVATION : 1300.686 DRAWN ® S C Fi v L T z FAX: 949-251-0521 . 944.251.0516 SHEET SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF NLA I I V I I N RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWESTE.V.J. p E R sENGINEERS SURVEYORS OF 11 ,255 Fast Bincon Street , ,Smile 200 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED �05gC DRAWING NO. Corona, C'alifo is 9,2879-1330 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END CE NO Tel Na (90.9) 372--3'500 Fax (.90.9) ?72 ,YVO OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C®M. DATE _ �l FILE NO I.`52526\ARCHIVE\IMPROV\TR16372\SIP02.dwg 4/12/06 PROJECT SHEET NO. OF _ I CONSTRUCTION NOTES & ESTIMATED QUANTITIES STREET TREES SCHEDULE: LEGEND STREET BOTANICAL NAME COMMON NAME MIN.SPACE GROW SPACING SIZE QUANTITY ORIENTATIO R/W R/W STREET IMPROVEMENTS UNIT QUANTITY LONG MEADOW DRIVE LAGERSTROEMIA INDICA WHITE CRAPE MYRTLE 3' 20' O.C. 24' BOX 4 EA. 60, 1. CONSTRUCT 3' AC OVER 4' AB. (INTERIOR STREET MSV. STREET SECTION). SF 145.950 rt` NATCHEZ' 2. CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. LF 8,570 30' 30' 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. SF 34.500 SPRING MOUNTAIN DRIVE KOELREUTERIA PANICULATA GOLDENRAIN TREE 5' 35' O.C. 15 GAL 33 EA. 12, 18' . 18' 12' ,I 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. EA 17 3 CONSTRUCT CROSS GUTTER PER CITY STD. PL 106-A. SF 1,700 SILVER ROSE COURT PISTACIA CHINENSIS CHINESE PISTACHE 5' 30' O.C. 15 GAL 18 EA. 0 6. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 TYPE R-1 W3 PER PIAN• X= 3' . 15,720 4' 7' 0.5' 0_5' 7' 4' 0.5' ( ) SF I WILD HORSE WAY CERCIS OCCIDENTALIS WESTERN REDBUD 3' 20' O.C. 15 GAL 45 EA 0.02 7. INSTAL(. HYDRANT MARKERS PER CITY STD. PL 134. EA 13 2 1 2 8. INSTALL C SOLID YELLOW LANE UNE PER CITY STD. DWG. NO. 133. 280 1790 -T7 -- LF SUB-TOTAL 100 EA. 3 .• '; r:. j 9. INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-B. EA 12 3 10. INSTALL STOP SIGN PER CITY STD. PL 401-B (131). EA 11 11. STENCIL "STOP' AND STOP BAR. EA 11 R 07 T.I. 5.0 12. INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. EA 36 t IRON HORSE PLACE MELALEUCA llNARIFOLIA FLAXLEAF PAPERBARK 5' 30' O.C. 13 GAL 19 EA. 13 ADJUST SEWER MANHOLE TO GRADE. EA 20 // � (TYPICAL) 60' R/W - INTERIOR STREET 14. ADJUST WATER VALVES TO GRADE. 25 CLOUDY BAY COURT RHUS LANCEA AFRICAN SUMAC 5' 20' O.C. 15 EA. Z 15. INSTALL STREET TREES PER SCHEDULE AND NOTES HEREON. EA 3 GAL 2 .., o N.T.S. 16. REMOVE EXISTING WOOD BARRICADE. EA 128 ROSEMOUNT COURT RHUS LANCEA AFRICAN SUMAC 5' 20' O.C. 15 GAL 8 EA. 17. INSTALL WOOD BARRICADE PER CITY STD. DWG. NO. 131-A. EA 1 µ 18. INSTALL R2(25) SIGN AND STENCIL '25'. EA 2 t COVEY RUN COURT MAGNOLIA GRANDIFLORA NCN 3' 20' O.C. 15 GAL 2 EA. WESYLY 19. INSTALL W53 SIGN ON POST OR STREET EA 3 ST. MARY R/W 20. CONSTRUCT AC OVER AB. MINIMUMSF 9,600 1$' HITCHING POST COURT MAGNOLIA GRANDIFLORA NCN 3' 24' O.C. 15 GAL. 5 EA VARIES 36' - 56.5' 21. CONSTRUCT COBBLE CURB & GUTTER PER CITY STD. PL 105B LF 810 'ST. MARY 251 - 561 EXIST. AC 22. REMOVE EXISTING COBBLE CURB & GUTTER. LF 585 PAVEMENT TO REMAIN 23. REMOVE EXIST. AC BERM LF 230 SUB-TOTAL 36 EA. I 24. EXISTING POWER POLE & GUY ANCHOR TO BE RELOCATED. EA 1 TOTAL VARIES 20'� - 24'f 25. CONSTRUCT AC CAP (0.1' MIN.) OVER EXISTING PAVEMENT. SF 7,440 25 26. GRIND EXISTING PAVEMENT 0.1 DEEP X 5' WIDE. SF 3,350 136 EA. n 27. INSTALL STREET LIGHTS 9500 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. EA 4 21 MIN. II ___ 3 - STORM DRAIN IMPROVEMENTS "f 23 30 CONSTRUCT 18' RCP STORM DRAIN CCF LOAD PER PROFILE). LF 245 21 20 31 CONSTRUCT 24' RCP STORM DRAIN ('LY LOAD PER PROFILE). LF 390 32 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 (W AS SHOWN ON PLAN). EA 7 CONSTRUCTION NOTES FOR STREET TREES R a 72 * T.! 8.0 _ 33 CONSTRUCT MANHOLE NO. 1 PER CITY STD. PL 318. EA 2 * PRELIMINARY. FINAL R-VALUES TO BE 34 CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY STD. NO. 336. EA 2 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. ETIWANDA AVENUE TYPICAL SECTION DETERMINED BY SOILS ENGINEER AT 35 REMOVE BRICK AND MORTAR SEAL EA 3 COMPLETION OF GRADING. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT STA.102+06.72 TO STA. 104+02.99 36 CONSTRUCT CONCRETE COLLAR PER CITY STD. NO. 329. EA -- SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT 37 CONSTRUCT 30" RCP STORM DRAIN ('(f LOAD PER PROFILE). LF 245 DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE 38 CONSTRUCT 36' RCP STORM DRAIN D+' LOAD PER PROFILE) LF CITY INSPECTOR. - 39 CONSTRUCT 42' RCP STORM DRAIN C D' LOAD PER PROFILE). LF 135- 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING W DIVISION. EST'LY t R/W 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 18 36' 251 EXIST. AC PAVEMENT TO REMAIN I VARIES 141 - 24'f 0.5' S' 25 n _ 2 � PRD Q�°1• I I -_____-,-- -- 3 2 22 1 • ' 20 R = 72 * T.! 8.0 * PRELIMINARY. FINAL R-VALUES TO BE ETIWANDA AVENUE TYPICAL SECTION DETERMINED BY SOILS ENGINEER AT STA.105+28.42 TO STA. 108+98.32 COMPLETION OF GRADING. DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA STREET AND STORM DRAIN IMPROVEMENT PLANS FOR Q�pf ESS/p VICTORIA ARBORS N � ESTIMATES OF QUANTITIES, TYPICAL SECTIONS, Z5 No. 20596 '" m STREET TREES & DETAILS d* Exp. 9-30-05 *� civl�. ,� TRACT NO. 16372 91Fcir cAL\i APPROVED BY DATE• -o CITY ENGINEER RCE NO 24453 CITY OF RANCHO CUCAMONGA DESIGN x025° 17320Re&dAm RECO NDED STANDARD PACIFIC HOMES BENCH MARK NUMBER 10051 R.P.P. s.u.ao 00[ICM kvitM,CA92611 ELEVATION : 1300.686 °oicic 949-251-882' DRAWN ' :cx9►l: fA& 949-251-0516 S H E Err' D NLAND EMPIRE DIVISION SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF IRANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. v N s e s s N O I N t i s u s v r o e s 2 OF 11 ,255'ewl Rincon 611vel , Suite 200 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED20596 DRAWING N0. Corona, California 9,2879--1530 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END CE NO Tel Nai (' 09) 372-8500 Fax (909) m-8510 OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE V FILE NO 058 4:\52526\IMPLANS\TR 16372\SIP02.dwg 12/30/03 PROJECT SHEET NO. OF T__ ------- 4 7 T*46576r Ole,5r,K J -_f - --- - 1 -- f I - L Af. _L__ J li: ag. .4 'a V_ 125.1 T - 39 �OF P N,LY CL Rt� 7 4-- i T IVAL -- - I --l- _-T A F_ 4 IN 'C T_ J _FF T_ T( P OF' 1.1-Y UP! I f I f T� t i I J I T_ 7T __7 ------ I t-- f 77T -T F FF7 4 IY412.%71 T _7 t 7L J ---- ------ C GRAD� I 7- T 17 T J 8 =7 7t. 7F a _T_____ 7- Or _-T J_ F_ j 0. lm�w c. wT- ------------ F-T-T-T -T 5 F T 4 f TOP 10 c A Ly 5a __ _7 77T I 7j 1 _j- t 1� A J�: ............ A 260 6 _T --I 7 __J t t CO MwTa TO t PR%Q- 6 T j f 7.. E", SCA E 1" 4 0 Z. t I t T T IVE F-F F-1 f 10 11 1 2 1 0 12 13 14 1 5 1 6 PLAN SCALE 1"=40' VICTORIA PARK LANE SEE SHEET NO. 4 OF 9 OF VICTORM PARK UNE IMP PLMS FUTURE STREET DRAWING NO 1877 TRACT "Na4RY ni I 1 149 1 1 IRON HORSE PLACE SEE SHEET NO. 7 f IJ6' III 105 3 W=4' 15 rrp 65 64 63� 62 61 60 58 57 56 15 yj Q) W=4' rrp. 2 11+94.00 LONG IWMXW DRIW W=4 rp. 125.9.31 N: 1 1 I�T A ll.� 10+00.00 WL0 HORSE WAY 106 :% A.4- .,. I , f: 214 2 �:�_JT E 1259.05 FS 02 (Iqo 2+ 2 G 1257.95 C INT 8 FS 10100.00 LO/VG Z40OW DW rill 20 f INr 51+J4.49 WCTORA PARK 10+00.00 SILVER ROSE COURT 1 11 __NT 14-f8g.01 IRON HORSE PtAcle 3 W=8* V I I v .14 v` I I vl-j� V( I i V1 1 125600 1256.92 107 FS 601 vs W=4' C*'4 ST LIGHT.@ g cc�5 hcici rrp. 0 116 WILD HORSE WAY 47 48 49 51 52 lav % Z4 0 ,, I I g zo �q Z-4 Ic! I SEE SHEET NO. 5 108 A ZZ, N I I j :-11 1 , v cvii _ I I :� 71-1 54 14 1 -4 + 4 4 53 9 LONG MEADOW DRWE 40' 201 0 10, 2(y 4(Y 12� CONSTRUCTION NOTES mwT!l=w (DCONSTRUCT Ir AC OVER 'r All (INTERIOR STREET MIN. STREET SECTION). LEGEND 40' GWHIC SCALE SILVER ROSE COURT (D CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. CONSTRUCT AC PAVING PER CONSTRUCTION NOTE 11 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. 6 4(Y 20, 0 10' 20' w, CITY OF RANCHO CUCAMONGA CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. 1", 10 m CD 1*=40' CWHIC SCALE STREET IMPROVEMENTS - PLAN AND PROFILE CD 10 mi (D CONSTRUCT CROSS GUTTER PER CITY STD. PL I 06-A. C> (0 (0 8 62 mi 14P 0; ,22' a! I CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 10 1-A. 2 y -T 5# + C> <> C> A (AN LONG MEADOW DRIVE 61 12 51 61 51 - 4 94STALL HYDRANT MARKERS PER CITY STD. PL 134. CURVE TABLE & SILVER ROSE COURT INSTALL *@ SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. A R L T No. 20596 rn INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-8. 90* 01 '48' 35 , 00 , 55 . 00 ' 35. 02 ' ILI Exp. 9-30-05 -V TRACT NO. 16372 INSTALL STOP SIGN PER CITY STD. PL 401-8 (RI). 89-58 t 128 35. 00 , 54 , 96 ' 34 .98 ' Civi A 0 31 OF CAO APPROVED BY D AT E:_:_:�Zf 56* 15 ' 04' 27 , 00 , 26 . 51 14 . 4 STENCIL 'STOP" AND STOP BAR. w 51 1 NEER RCE Nb 6 1. 4 6 90- 01 '43' 27 . 001 42 . 43 27 . 01 CITY ENGI j j, 24953 @ INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAD COORDINATED BY DEVELOPER. 10 �6 81 - 14 '50' 27 . 00 , 38 .29 , 23 . 16 , DESIGN molse 17320 ReAil Ave. RECOMMENDED CffY OF RANCHO CUCAMONGA Suits 350 ADJUST SEWER MANHOLE TO GRADE. 12 cd 1,- (2 �Q_ ce Q Ee c) ce �Q_ ce 93*31 '31 ' 27 . 00 ' 44 . 07 ' 28 . 71 R.P.P. + BENCH MARK NUMBER 10051 0 a K I t if kvin%CA 92614 C) Yuka 949-251-8821 jr- ADJUST WATER VALVES TO GRADE. 4 Ga + G 8*47 '47' 318 . 00 ' 48. 82 ' 24 , 46 ' ELEVATION : 1300.686 DRAWN s c it 9 LT I fAk 949-251-0516 SHEET 8* 07 '46' 112 . 00 , 15,89 ' 7 .96 , SET Z BRASS DISK IN CONC. CURB STAMPED CITY OF PL Njilas I m 0 1 N I I a 5 SURVIYONS RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST 3 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2. C.B. #46 1 20032136' 112 . 00 , 55 .80 ' 28 ,49 ' E.V.J. OF 30 --)] 207 36' 38. 001 13 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 @REMOVE EXISTING WOOD BARRIME C.B. #4 1 =10' F(J #521 7 .87 ' 153 . 11 ' CHECKED DRAWINGL 140. INSTALL W53 SIGN ON POST OR STREET LIGHT. I =1(y 14<>1 23 300 On ' 125 . 121 63 . 48 ' DESCRIPTION OF REVISION DATE CITY ILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END S.C.M. No 20596 OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. DATE 4-5�0k FILE NO JAPPROVEDIM 1.\52526\]MPLANS\TR 1637ASIP03.dwg 12/30/03 PROJECT SHEET NO. 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I �o tn (Z)CONSTRUCT X AC OVER 4' �,�- N oos - N Qi - :� v I 4 � A ;�t �8 �8 (D CONSTRUCT A2-6 CURB & CUTTER PER CITY SID. PL 104. [----] CONSTRUCT AC PAVING PER CONSTRUCTION NOTE #I N R3 !-� � n � � �q N 4 - m m Q'i 4 g CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. C4 � m- � � � � v- ��\ Q)CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. - 52 - - 5A 13' 69 5s �,\���T71---� CITY OF RANCHO CUCAMONGA — (D CONSTRUCT CROSS GUTTER PER CITY STD. PIL 106-A. - - - - - V 6 - - a- — STREET IMPROVEMENTS - PLAN AND PROFILE (�) CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 1 0 1-A. � i� �1 �1 ��5 IR Ess/o, �3 --a N C. (DINSTALL HYDRANT MARKERS PER CITY STD. PL 134. �1 . 40' 20' 0 1(Y 20' 4(Y N - N <0 @ INSTALL 4! SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. 1 �t I I — � I � � SPRING MOUNTAIN DRIVE lc� — — � Mm" ,Z) 11� 60 - � 1*=40' GRAPHIC SCALE 5p 58 - 13' � 5# 1 �2 " N . 20596 11 � @INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-B. -- - - --- b .. t� m V. Exp. 9-30-05 rn � @INSTALL STOP SIGN PER CITY STD. PL 401-B (RI). 11 C.B. #38 * Civil- TRACT NO. 16372 (D STENCIL 'STOP" AND STOP aAR i�l ------__ A R L T CF CAQ' I . 4�- % 90* 01 '48' 27. 00' 1*-I(Y : DATE: @ INSTALL STREET LIGHTS 58W LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. b � 0 27 . 00' CITY ENGINEER ,k ),mav - RCE No 24953 @ ADJUST SEWER MANHOLE TO GRADE. i�� ce % 4z) 4z) % It Qmij---12--1 - 4 8t �� C;j I fQ- (e 27 . 00' , 00, CffY OF RANCHO CUCAMONGA DESIGN Atolso 17320 Re&d Ave. RECOMMENDED (5)ADJUST WATER VALVES TO GRADE �� ce !�? (�! 1-j- "�! c Subs 350 ,+4 C"4 12, 02 , 6. 01 , R.P.P. 4 � C+4 :�t 2 � 51 OOKICH kviroL CA 92614 p7a ;q �1 tR N ,q r--z I Yc�Kw 949-251-8821 9 A @INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. -1� - �a- 5.90 , ELEVATION : 1300.686 DRAWN I c it v&I I F&V 949-Ut-0516 SHE f - � - m � - n �a M � A I� 0 N 1 11 .60, 5 ,80 ' SET t BRASS DISK IN CONC. CURB STAMPED CITY OF (5) REMOVE EXISTING WOOD BARRICADE. , � � , 'I, -'� . E.V.j. 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(INTERIOR STREET MIN. STREET SECTION). I (D CONSTRUCT A2-8 CURB & GUM PER CITY STD. PL 104. LEGEND, 4a> R L T I (D CONSTRUCT CONCRETE SIDEWAIX PER CITY STD. PL 103. 0 88*05024 If 35. 00, 851- (a)CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. 1 j CONSTRUCT AC PAVING PER CONSTRUCTION NOTE J1 (p) 90- 17 ' 13' 35. 00, CITY OF RANCHO CUCAMONGA (1)CONSTRUCT CROSS GUTTER PER CITY STD. PL 106-A. q�) 21 *08" I 4' (1)CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 1 0 1-A. Q 25* 06 '33' 131 .47 ' 66. 81 ' ESS/0 STREET IMPROVEMENTS - PLAN AND PROFILE T) 21 *47 '05' IR (DINSTALL HYDRANT MARKERS, PER CITY STD. PIL 134. 27. 00' 1- C. 0� IRON HORSE PLACE @ INSTALL 4- SOUD YELLOW LANE UNE PER CITY STD. DW11 hOL 133. 25. 60 ' (n V) - I 0 o. 20596 rn = COVEY RUN COURT @ INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-B. " 90 27 . 00' rn @INSTALL STOP SIGN PER CITY STD. PL 401-B (RI). - 00* , EXP. 9-30-05 r" TRACT NO. 16372 '9), CIVIL @ STENCIL 'l AND STOP Ba 36. 89 ' 4 W CA01 ' - . . . / @ INSTALL STREET UGHTS W LUMEN HPSV 13Y SCE. PAID & COORDINATED BY DEVELOPER. DATE:-- ' ' QI 3*31 '31 ' 518. 00' 31 .87 ' 15.94 ' CITY ENGINEER 'bjJ1tatAQati:!-,k- - RCE Nb 24953 ' (g)ADJUST SUER MANHOLE TO GRADE 0 1 , 27. 00' 44 . 07 ' 28. 71 ' . CITY OF RANCHO CUCAMONGA DESIGN oass 17320 Re"Am RECOMMENDED 7. 00, Sul 350 (9ADJUST WATER VALVES TO GRADE BENCH MARK NUMBER 10051 R.P.P.- :0KICIS lrviv^CA 92614 pw/ 0 80, 49 ' 40. 32 ' Volim'949-2M-Un r- @ INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. 0 8*54'091 77.69' 38.92 ' 1 ELEVATION : 1300.686 DRAWN scloutyl r,�* 949-25i-losils SHEE-r @ REMOVE EXISTING WOOD BRI 0) 84 I . SET Z BRASS DISK IN CONC. CURB STAMPED CITY OF E.V.J. pt INIAS INGININIS SURVIYORS 1 4 ' 09' 1 1987* AT THE NORTHWEST - . --Z--OFA1- (9 INSTALL WOOD BAIRRCADE PER CITY STD. DWG. NO. 131-A. -R 21 0. o o'07' I D AND SWANSON PLACE 0.2 E WAA 20596 D% WINJ NO. - ! INSTALL R2(25) SIGN AND STENCIL '25r. MS 1 105'00'04- , 27. 00' , DESCRIPTION OF REVISION DATE CITY MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END S.C.M. - CE NO I 9) ml @ --- - I- - " . ­ I .l APPROVED:I OF 'CATCH MIN 0 2 FT. NORTH OF B[GiNING OF CURB. . DATE - 4-0 FILE NO - - - I ­ - -- I I— I - I � - - I -1 --- - - - ---- -- -- I- k\52526\IMPLANS\TR 1637AsIP07.dwg 12/30/03 ! � PROJECT SHEET NO. _OF - -- - T - T f t I I It I I I I I I I I I I I , f I I I I I �j I) I I I I I I I i I � f I I F I - I I I I I I I I I I I I f I :�L I I I I I ' . I I I I F- I I I I I t it - I I I I F- I I I I I I I i I I I t I t 1;&lllllll­ - 9 - I ��� I f i � I I I - - - ,u f [---�-- I T I I I I I I I - I I I I I t I I f � I i I i H 7T - it us_- I I I I I i 11 I I I T i I I I .� -4 - I I - -k- � - �� I � in, [IF I I I I - 04 ' - - I I ll ' i I I i I i I I f I I i - ! 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I.-N. - __ — R.P.P. 10 Suite 350 Q6) GRIND EXISTING PAVEMENT 0.1 DEEP X 5' WIDE. DOKICH Irvine,CA 92614 -- (2)ADJUST WATER VALVES TO GRADE. @ INSTALL STREET LIGHTS 9500 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. ELEVATION : 1300.686 DRAWN Voice:949-251-8821 SHEET - ---- SET Z BRASS DISK IN CONC. CURB STAMPED CITY OF SCHULTZ FAX; 949-251-0516 @ INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. " AT THE NORTHWEST E.V.J. PL 10 NERS ENGINEERS SURVEYORS 8 @ REMOVE EXISTING WOOD BARRICADE. Z� ADDED STREET TREES 2 11 /1 — -OF 11 L&Iftfa ?Tf CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 f ­ -Cjf� MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END . Aw*CE NO 20596 DJAWING NO. - - DESCRIPTION OF REVISION DATE 1APPROVED.-, OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. 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T ---= �-__,-- - ___- ---__ - -- --- = __ , - I. __I� I - ta - __ __ - - ­ - 11- I - - . . - I I - - . ..I. - --- 2 - - - - - __ --.,-- - 7_ -..:--" -w__,___ - __11__ I - � - � - I � - - - � I- L :____-, ___ hQ _ � � , I I : - - - I � - I I - � I - .- - - I � , � I - � I I I 11 11 I � � I � I V_ - I _ L - - ____ , - - � - . � - I � - f I r__ *�r _: + I I � - - I � I-- , I _-I w p __ f1i �__ T, -__ ___, _____- _-,- -7-: � - t - . -. - I __- -_ , � - - - - --___ __ ___ - - - -- I - - � I - - - __I --- - -- " - - 11_­ __----1 ___- ,_-,---- - - I __ - - � . I i I � I � . I - � - V.6 _- � � . , I -�-­ � -__.____,1= p____=,--:"- ",- '_ - �_ - � ,� , I I 2 :_ Z� - - - 11 __:7__:.__,_, �7--_,---'T : � t � � - -� � __- - �- ---� ,� __ - :. � . .- I . -­­11__1 - =-__.-_ -- - . I - - - .1 - . - I - � � - -- - . I - I I - - �I I _111 r I - [ � ----- I I "I - .1 �- - . I - ��� ..- � __. __-- I - - I: - - - - - ;� - __ - t__I "� . , , :_,- - , - , '.- - - _..___ --- I - , - - , , 11. - I I , I .ig r � .�7 . - I --,-� s ,__ _� - _� - - I - __ � � -- I - - I . - � - - , - -- �- A I � - : - - - - -- -- - , � I � . - - : - , � I 7 .. --I -- - __ , - � - � � � I "�=�-,-,-.,i,,___� ,-__ ___ I I - ---- � ___: - - __ - - - � - I � - - - -III-- � � - , . - . I - - � � --- - - I I - - I .. � I I-— ­­­___ ­ __:____�� -�- -- . � � , - - 1� I _ . I V�. v - , - . ",_F - -I , , - - � � - f I I � � - 00 � --- : I I __ [ -- 71-- . I - ____ f . I W I � f I [ � - -_ __ - V 11- , 4________ V___ XVA - - ir_ - " � - I - 1. _. ­-I - � I I - - . _� - .- I I - __�I L - I - q* :_�_�__'­_�----"-.-I---- --,_:I-=-�,-:7-_-_:___ ­_-,-- ___ I I-� . , '__ ­ �_ - � I I L I . .e I : w � I - -, I - I- :, I � � I . � , � I .-I . __---____­_1-1- ------"I-,--- ­ .- - - - I I I . I , � . �� - -- - - ,- - .-I - ­ - - IN �_,-----,-,---� ____ , ----,-- - _­_- -__ I—- __ - ,---- -1 - _.:__� I I__ - - - - . � - - , I I . , .�- � . I �I I - _- � ­ I �1�) I - I I ,- - , � - ______ " -­_ - I- ______­_ --___- i- ­­- . __ __­_____ - - _ _______1 -____ ___---___-__ ___ ___ _.� ___ -- - I - - � I . � I - - �_ -� �, � . - __ f. . - __ --- ­ - � - . - - - . " � - ---- - __ __ I- . __ - - - - - - - I __ - I I : � - - __ -1 -. __ . - '_- " I - - - - - I I___------- 1-7-7,-.---- ,__-7.7_77____ --"-,- __=,___�_'- � . - I I . , . - , - - I . I - - 1� - , �: 7: 1 � : , - . - . � -1 - .IIIIIIII� - �. � I - : . - : -, - - - I - �. 11 _I__ L - - - �- � � __ , - . .-: �- I - � � - - - -- I � - -- - - - I 1� , : V_ - � I I . - - - - :- - i - - - -- -- I _--_--_- 7_=_ 7 ___ � __ ' �' ' " � I - �I I : III- - - --, - -, , I -_1-1__I�I__­ ---__ _____ I---1 ­-- ____ . - - , - - - I - I , i - _ :- - L _ - __ - - - - � I I ... . I-1 - -. � - - , - I - -: ��-- ,- - - �_ I-- - � -__ I- I - I I - - I ­_ .- - __ - - - - -I � - - . ____ - . - - - __ - __ - I-1 I - I - I - . I. - �- - I - - ­ ___ .- _ � I --- - � 7 1 - - WIM f1t;L----_� - -- __ . �� :� - I— -,__ __ - _: - I WIIIII, I � I - �_ r . - - - - I� -- I .--'�. - �_ -- - -� I , � - � - �- - I . - : , _­_­ __ -, __ __ - , - " I I --- , �__ ___ I . .1 - - - � , - I - . - .-,� --,- -,--�- - - . � -- - � , I : - , - - I - r - � : - . -- � : . : - - I I � :i'_-, -.1- ._,: -I __- - -__ _ " - ­_ I r- I - - -r-I.- I— - -­ _ 11 2 - _� t If - -7 T------- I __ - I . - � � - - �_ � - � ­ - - - � - - . . - - - __- ____ __ . -7 - __ i- - I--- ____ � ____ __ - __ --- '�_ __- - , , - - � - ____ ___ ___- __ ___ � __ .- _r___ __ ___ ___- - - ___ __ ..- __ I --- :___ - ____ . I- - - -1 � I --- � - __ __ - - - __ - - .__ -1 - - - V--- I _. 0�_ - 7-7- - 7---__ -__�__�­ - ,- - --- -=-,--- ,,----:= - _�_ V - - ., I - - : � � � � - _-_-,- , - ,___� --- - -I -- � I - - - � .1 - - - I . ,. ,: - � . - L -1 - i ___1 - __1 ___, -- - ____ � � �_ : I I . I - I - - - , - - - - - I ­ - . I - - - . = =�: -:,-..- _- ::--- __ - 7--- -- I - I � -_ -- -_ .: __- R_ I - -1 T I - " I , I - 1. I 11 - � .. � . -[___ __1_-_"= I- - I I - __ _____ . ___ - - I -e - __-_____ ___ �___- 7--- . I - _ __ _ ___ __ _____ - - ___- ___ __- I � - - _ - - __ _.- - - ­ - - - , __ __ , .I - __ __ - __ - - I - I . __ I_�_ I - �. -, . _�- ,- � - I __ - � ­ - . - - - : . "I - - , , , - , � q _1 .____�______­_­= .­ ___ ." ­ ­ _-L - - --I- �. _­ ­- _.-I___ - - - ._ _____- ___- -I - - - -_-__ _��__ -- - , - V�_ -, __.�__.__ ��_ 7 - � -7- I- - 11 I __1- ---I�- -,- 11 . I .. - � � I - � - --- . - -I - , .--_. - , -- ,- --. --I: , ---i -1 , .- I -" I - -1 � -,- . � __ , __ -_11--_ ­- ­ . - � - _ - - ____ � , ,--=!x __ __ - - I - __- .__- --- - - - I - - - - I - I I - - 11 - I I . 4 _­ ____-- __ __ _: � _ 1 � - � . ­_ . _: - � I - - � � I - � , , _ __ : _J_ _� I " - - I � � - � - - --- --- - ___- - - - �� � � . - � �. - - - 11 � - � � I . - I . - : - " � I -11 - - I - - 'I - - .1 - . -_, - , - � __ � � � 7 - :,-_--- ------ - - *-,--­ I—-.-____-- .- -­- �___ ��_____I_ I __,_ ,_-- I- - - I - - I - : . I - - - - -f__r_ - . � ---_,_ - " - - I - I I . I . - . t - , � f , __ __ '_ A -1 . 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I - I , - L �_, � � �� -�------ -- __ � I I - - - , � I - � � � . -"-----�-._:_-,-_�--"--,-.,-�l------- --1�I-- I ___._ - ____T�� -�,_ � - -, I� - __ - � � _- 4 � � � m : T N .- I__- - - __ � � __ 1. � - - - � I - t � � � - 1 I - - � . - , ---,----�- __ - - ____--- - - __ - - __ --- �--, ---- ----- --- - __ ____- _____ - ­ __ - - ;: _ :_ - - - - - - - __ - � � - - '' - - - I - - - � __ . - � I - - - = - _ _ -___-­­______ I __1___ __ _� A _ ---._---_. __ � __ -_-_* ­_ . � � - 11 - - - - � - - - - I � - -- I __ � - �1-] - - - �_ --- ____._­_____ ___ ­_____ - __ - � - I - - � . - - __ . - __ - - _� - - - :_ - c __ - __ -, __ . - � - � I __ - - - - - ­ - - - I - . -, I .1 I - I - - � - __ __- __ - -, -___ -__ -, -- - __ I � - I I- - -I - � . - - - . - r ___ - � � - - , � _ --_, - 12% _ . ­ a ---- - --�: - �_ -:- I .- ,-- �- ,I__- '-. . I . -- I � -11 - _� ��: - - - �� - - ..�- . .. __ .i - : - - __ I _ _ - :_ - __ � - � - --= -__,_-______�i: =,-- ,---- _,__A_�'__1__ __ ____ , - - 4.4 _______ - _. . I I�_ 2 - - w- - - -__ - - _____ _­�-- --- �--- �--- �- ,- __ , - - - - I ­ � � - � � � - , � - , I I- . - . - - - : .- I . I - I - -- f , I � I �- --- --- - .- - - ­ - I - I - - I -- _ - _____ - - - � ,: [-- - - - �, - I - - - - - �, ------ -�- _­­­ �- ___ _ _ - - . . __ � I . �� , � , � � , - - � , �� I __ � - I - -1 I � r-, I I - I - � - ­ . � I-__ I- - . - __­­ -_,_�7 ___ :___�__ I_---,__- - I I ;4: � - � I I I � - :_ - I - _� ,- � - - - - - ,- - - I : - �I 1___-1__-_ -I---,- .- � -- I � - _ - ___ __ . :__-- I— _____ - � - -1 . ­ ___ �� � f I I I- I . I - - I- - f - - i - - : , - t . - - - � . - I , 1# - I - ­ __ . I I- - - - I � _ -,� - - �__ - -�__ - - � I --- - ­_ - - � . - , '_ - - - � � � - -, 11 - , - - - - - - - I __ I . - I - -1 I - - I , v I __ - , - I - -, T- - - - -_ , I [ - - - - ---,�-,-��"",----,��-_��-:,--------,.-. _-_-,-,�: I , - , I - .__ - ­_ ---,_-: =:__T__- ,',, � - I , __ - , t �__,_F-7 - - I - _=__.1=__ .____7,=__.___ _-__- .:_- _ : "__ - ,.-__ I - __ 4-1--i � --=- - T_ __ -, --- � - _ _ - -1 - - - - I I - I � . � T - -1- - ___�_,I�i _'_ - � I I - I I - , -I �:,�, , I I f - I __ - , - I I ____:,:____ ____ - e, : , , � � - - ___T_.__ � __ _ :____ ,_ __ i__ _ ___ _ _ __ i - - � � - - - � ­ 1 . � - i�T � I [ . -I- - � - - - - - I - f - -1 - _f � __ - . __ - I - -, - 7-t - I - - - 11 t - -1 I - _-, � - - __ - - !-" . - L - I , I . � I - -,-- I I :,:: . . � . I - I � ­_ _ - .- . I . __ __ - � I ,___- - - - � I - - . 1 . 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I � - I . � 11 , I . � I I- . � � I - I _� - I . __ I- - -��_ ---� - � , - - - I I I A ,-- , ,- - - 7 I . - � - :, � -�- - , , - - - - _:_-_-,_" - - - - I I :- __ - _ - _J_______, -- - -� - . - -- .� - - � - _: - __ _� , I - ,� - - - - � f I I - ,_ I - - I - - - - - , [ - =--.-�I_I,__­____.1__- - ,--"-,-- __­ __ ,--- - 'I- ___ - , - -, - � � _ : i , � __ - ____1 ­­­­ _. ,-, - -- - __ . ___ I -- � I I - I- - ___-__ __ -__ ____ - ___- � I- - - - � . ,_� ,A� -" , - � I- � � , - � I I I - I - � : � I I - - f - - , - I -- --� -_� - - �-- - - �� -,� -___ 1.­ - - . - - I. I - ,�', - - - , __ , I - �___ I____ � - ___ ____ - . I - - ­ _­__ - -, _: - - - _ : - - - ___ - - �: , ;__ .-Ill -- - 1 - __ - - . - � � � - I - � - , - - . -1 - I - I-_ � - - - -..__ �I - . - �_ - - - I -, '. - - � - . - - __ - I � - . I . - - �11 � - I _ _ . - . -1 . - -"- - , . - ___:____T_7:_=__._,1__:____:__- ___ - .__- __ ,- 1-1- I - I __. - - . __ � - -,- � � - � , I- -, , � - I I - I - I� I p- I -, - __ . - - I . 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I 1- - - I � - - ,-- I I - I � 1-5 ?I )�c - x ___- , ,,,�, � \ - -�_ - - ;7, rt,k' _t_,____,_,__ ---------------------.-------�--- � .______u_________,7__ , - _ ____1_11Ji___ � ____ - _____ �, . - _; - - � " I � , , � .\ _ i, 4 t� - , � - 1­��:4r'� -, - � , -, I E 1 �' ,4( 0 E� - � .- I I I - \ , pj I ; I ��,,4-) j '��, i i \ ( \111�_­- -------- I - ,, __ ,;1 - ,f ____ -__ x 1� I rn 11 -- I - \ , I I\ r-m I �, \\ \�_ - --- - _�,\ , \\ I I I I I law I - -,% "r - CONSTRUCTION NOTES E Ti WANDA AVENUE I Amw_ 40' 20' 0 1 O' 20' 4V (DCONSTRUCT 3' ACOVER ,f AB. (INTERIOR STREET MIN. STREET SECTION). � j1mmmw_ - onamm____-m�, Q`\'CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. rva I 1*=4(Y CWHIC SCALE \.jf_ LEGEND. Q)CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. CONSTRUCT AC PAYING PER CONSTRUCTION NOTE 120 CITY OF RANCHO CUCAMONGA (1)CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. (9 INSTALL WOOD BARRICADE PER CITY SID. DWG. NO. 11311-A. STREET WROVEMEWS - PLAN AND PROFILE r'r-\ CONSTRUCT CROSS GUTTER PER CITY STD. PIL 106-A. @ INSTALL R2(25) SIGN AND STENCIL '2T. CONSTRUCT AC CAP PER CONSTRUCTION NOTE 125 ua � Ess/0, wfg-t'\CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL I 0 1-A. (9 INSTALL W53 SIGN ON POST OR STREET LIGHT. C. 11q @ ASTALIL HYMT UWERS PER CITY STD. PL 134. AV%,CONSTRUCT #' AC OVER T AB. MINIMUM ETIWANDA AVENUE W-9 " - 11 �i @ INSTALL ,V SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. I/I 0 o. 20596 m . I @CONSTRUCT COBBLE CURB & GUTTER PER CITY STD. PL 105B �, Exp. 9-30-05 rn I @INSTALL STREET NAME SIGN PER CITY STD. PIL 401-A & 401-8. @ REMOVE EXIST. COBBLE CURB & GUM Cl 11- TRACT NO. 16372 @INSTALL STOP SIGN PER CITY STD. PL 401-B (111). 0 REMOVE MST. AC BERM W CAIA . . I BY : D AT E--_�Oc�_ (9 STENCIL v STOP` AND STOP BAR. @ EXISTING POWER POLE AND GUY ANCHOR TO BE RELOCATED CITY ENGINEER LLAfj_��V, - RICE No 24953 . @ INSTALL STREET LIGHTS 58W LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. 16;�CONSTRUCT AIC CAP (0.11' MIN.) OVER EXISTING PAVEMENT. I DESIGN 11 RECOMMENDED t-17 CI1Y OF RANCHO CUCAMONGA malss 17320 Re"Ave. Suib 350 @ ADJUST SEWER MANHOLE TO GRADE 0 GRIND EXISTING PAVEMENT 0.I DEEP X 5' WIDE. RK R.P.P. 90K1Cd lrvia%CA 92614 YfIII W"941-141-M1 - - re 11-"'I AMT WATER MES TO GRADE 0 INSTALL STREET LIGHTS 9M LUMEN HPSY BY SCE, PAID & COORDINATED BY DEVELOPEIt ELEVATION : 1300.686 DRAWN StmvLfs FPJh 90-231-0316 _r ull SET t BRASS DISK IN CONIC. CURB STAMPED CITY OF SHEE @ INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. RANCHO CUCAMONGA BM 10051 1987* AT THE NORTHWEST E.V.J. - .s INGIN1125 suavoyons _Q�_OF_j1__ @ REMOVE EXISTING WOOD BARRICADE. D AND SWANSON PLACE 0.25 OR Iucu NO. CITY M E, AT SOUTHERNLY END I'A" W-4I No 20596 )12p.. DESCRIPTION OF REVISION DATE ApRIDIVE0. OF CATCH EASIN 2 FT. NORTH OF -BEGINING OF CUR-9. S.C.M. ___ � - I __ I I _ _ - - -1. � . . DATE FILE NO W�__��� .. ..- - I 1.\52526\IMPLANS\TR 1637ASIP08.dwg 12J30103 . PROJECT SHEET NO. -OF f- , , � ' - ' , - 'I'- , f , I ______ I , ___ 1 7 ___ - - __ _ _ ____ __ t I I I I I I I I I I I I F_ I I I I I I I I , I I T , WIL f � �<' - I I I I I i ___ T, , - I I I I I t I I I ------- I I I I I I I I _ _ I I 1 .6-1 I __ - f-L.'it I I I I I I I - I f I I " � � ,�., f .,Z---T I -1 f FA r� 6 F_ �v __tr�`IIIIIIIII` ,_ .. ( I i__r"IIII" I ft I - I I I - I I . _. - vr---t I I I f �_ i - I _1VT - I I � I I E -1. _. I � I - A - � �Iv!_ ,, .m_1 uo ,j -go . . I �".I _ . - I t II I � . I . I . I � ­ 1- I 1 � ! 11 I I : I i : I i ! I � � I I I